Estimating soil susceptibility to compaction and load support capacity based on physical parameters of soils from Rio Grande do Sul State

被引:46
作者
Akiyoshi Sanches Suzuki, Luis Eduardo [1 ]
Reinert, Dalvan Jose [2 ]
Reichert, Jose Miguel [2 ]
de Lima, Claudia Liane Rodrigues [3 ]
机构
[1] UERGS, BR-99700000 Erechim, RS, Brazil
[2] Univ Fed Santa Maria, BR-97105900 Santa Maria, RS, Brazil
[3] Embrapa Clima Temperado, BR-96001970 Pelotas, RS, Brazil
来源
REVISTA BRASILEIRA DE CIENCIA DO SOLO | 2008年 / 32卷 / 03期
关键词
pedotransfer functions; compression index; precompression stress; bulk density; soil resistance to penetration;
D O I
10.1590/S0100-06832008000300006
中图分类号
S15 [土壤学];
学科分类号
0903 [农业资源与环境]; 090301 [土壤学];
摘要
Quantifying the relationship between physical and mechanical soil properties call contribute to the development of pedotransfer functions that allow estimating hard-to-measure soil properties. The objective of this study was to evaluate the interrelations between susceptibility to compaction and load support with some physical properties of soils from Southern Brazil. Penetration resistance, moisture, bulk density and compressibility of six soils were evaluated. lit a model including soil moisture and bulk density as independent variables, the relation with penetration resistance values obtained in the field was high. Soils with higher initial bulk density were less susceptible to compaction and exhibited less deformation under external loads. With increasing soil penetration resistance, less deformation and greater load support were observed, which does not necessarily indicate a satisfactory soil physical quality for Crop cultivation. The greater the soil deformation, the higher is the susceptibility to compaction and the lower is its load support. The compaction susceptibility and load support of a soil can be estimated, respectively, by its initial bulk density and resistance to penetration.
引用
收藏
页码:963 / 973
页数:11
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